Experimental study on hysteric behavior of composite shear walls with steel sheets

Kisa, M. Hasim; Yuksel, S. Bahadir; Caglar, Naci

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dc.date.accessioned	2021-06-03T11:02:29Z
dc.date.available	2021-06-03T11:02:29Z
dc.date.issued	2021
dc.identifier.issn	2352-7102
dc.identifier.uri	https://www.doi.org/10.1016/j.jobe.2020.101570
dc.identifier.uri	https://hdl.handle.net/20.500.12619/95515
dc.description	The authors thank Selcuk University, Scientific Research Project Funding (SU-BAP, Turkey) for their partial financial support [Project number: 14101011].
dc.description	Bu yayın 06.11.1981 tarihli ve 17506 sayılı Resmî Gazete’de yayımlanan 2547 sayılı Yükseköğretim Kanunu’nun 4/c, 12/c, 42/c ve 42/d maddelerine dayalı 12/12/2019 tarih, 543 sayılı ve 05 numaralı Üniversite Senato Kararı ile hazırlanan Sakarya Üniversitesi Açık Bilim ve Açık Akademik Arşiv Yönergesi gereğince açık akademik arşiv sistemine açık erişim olarak yüklenmiştir.
dc.description	Bu yayın 06.11.1981 tarihli ve 17506 sayılı Resmî Gazete’de yayımlanan 2547 sayılı Yükseköğretim Kanunu’nun 4/c, 12/c, 42/c ve 42/d maddelerine dayalı 12/12/2019 tarih, 543 sayılı ve 05 numaralı Üniversite Senato Kararı ile hazırlanan Sakarya Üniversitesi Açık Bilim ve Açık Akademik Arşiv Yönergesi gereğince açık akademik arşiv sistemine açık erişim olarak yüklenmiştir.
dc.description.abstract	Owing to demanding structural requirements, composite shear walls have become necessary in reinforced concrete high-rise structures subjected to earthquake forces. Composite shear walls also limit the inter-story drift angles during severe earthquakes in terms of their load-carrying system performance. Within the scope of this study, two types of shear walls were constructed on a 1:3 scale. One type is a conventional reinforced concrete shear wall having boundary zones consisting of only conventional reinforcement. The other walls tested were composite shear walls having boundary zones consisting of cold-formed steel sheets (CFSSs). The dimensions of the CFSSs used in the shear wall boundary zones were 2xL19x57x7, 4xL23x69x5, and 2xL17x49x7 (mm). The composite shear walls were tested under cyclic lateral loadings, and their behaviors were investigated. Lateral force vs. top displacement curves with envelopes were evaluated from graphs based on the measurements, and crack propagations in the element were investigated step by step. Dissipated energy, ductility capacity, and rigidity properties based on the experimental results were compared.
dc.description.sponsorship	Selcuk University, Scientific Research Project Funding (SU-BAP, Turkey)Selcuk University [14101011]
dc.language	English
dc.language.iso	eng
dc.publisher	ELSEVIER
dc.relation.isversionof	10.1016/j.jobe.2020.101570
dc.rights	info:eu-repo/semantics/openAccess
dc.subject	Composite shear walls
dc.subject	Cold-formed steel sheets
dc.subject	Shear wall testing
dc.subject	Ductility
dc.subject	Stiffness degradation
dc.subject	Dissipated energy
dc.title	Experimental study on hysteric behavior of composite shear walls with steel sheets
dc.type	Article
dc.identifier.volume	33
dc.relation.journal	JOURNAL OF BUILDING ENGINEERING
dc.identifier.wos	WOS:000620656200035
dc.identifier.doi	10.1016/j.jobe.2020.101570
dc.contributor.author	Kisa, M. Hasim
dc.contributor.author	Yuksel, S. Bahadir
dc.contributor.author	Caglar, Naci
dc.relation.publicationcategory	Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rights.openaccessdesignations	Bronze